HomeMy WebLinkAboutBP2025-00107 Fence PermitCITY OF OAK PARK HEIGHTS
14168 OAK PARK BLVEt N.
OAK PARK HEIGHTS, MN 55082-
(651) 351-1661 FAX: (651) 439-0574
III I III 11111111111111111ISSUED: 06/03/2025
Permit #: 2025-00107
ADDRESS
5789 STAGECOACH TRL N
PIN
03.029.20.12.0016
LEGAL DESC
N/A
LOT 0 BLOCK 0
PERMIT TYPE
BUILDING
PROPERTY TYPE
COMMERCIAL
CONSTRUCTION TYPE
FENCE
VALUATION
$ 210,000.00
NOTE: WORK SCOPE: INSTALL
10' SECURITY FENCE TO BAYTOWN SUBSTATION -WOODEN FENCE TO THEN, S, & WE & BLACK
VINYL CHAIN LINK TO THE E.
WORK SHALL BE PER CITY ZONING ORDINANCE. ALL NON -SECURITY LIGHTING SHALL BE FULL
CUT OFF. STORAGE AREA TO
SUBSTATION S END SHALL REQUIRE CITY REVIEW IF STORAGE AREA DETERMINED TO BE
NEEDED AS PER CUP APPROVAL.
APPLICANT
XCEL ENERGY
414 NICOLLET MALL
MINNEAPOLIS, MN 55401-
OWNER
XCEL ENERGY
414 NICOLLET MALL
MINNEAPOLIS, MN 55401-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed
according to: (1) the conditions of this permit; (2) the
approval plans and specifications; (3) the applicable city
approvals, Ordinances, and Codes; and, (4) the State Buildin€
Code. This permit is for only the work described, and does
not grant permission for additional or related work which
requires separate permits. This permit will expire and becomf
null and void if work is not started within 180 days, or if wort
is suspended or abandoned for a period of 180 days any time
after work has commenced. The applicant is responsible for
assuring all required inspections are requested in con formanc
with the Minnesota State Building Code.
BUILDING PERMIT BASE FEE
1,609.75
STATE SURCHARGE -BUILDING
105.00
TOTAL
1,714.75
Payment(s)
CHECK 42926
1,714.75
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
GENERAL NOTES
PRE -EXCAVATION PROCEDURE
1 FENCE- 10'-0' HIGH CHAIN LINK BLACK VINYL FABRIC W 1" MESH.
1. CAUTION: THERE MAY BE UNDERGROUND UTILITIES/OBSTRUCTIONS IN THISAREA
2, FENCE DESIGNED FOR: LC#1 90 MPH WIND, NO ICE ENGINEERING CALCS NX-272931
THE UNDERGROUND UTILITIES SHOWN ON THE PROVIDED ELECTRICAL REFERENCE
3. FENCE FABRIC TO BE 9 GAUGE, 1' GALVANIZED DIAMOND MESH CHAIN LINK STYLE.
DRAWINGS SHALL NOT BE ASSUMED COMPLETE OR ACCURATE, CONSTRUCTION SHALL
4. ALL GATE CONNECTIONS ARE WELDED.
LOCATE AND CLEARLY MARK THE LOCATION PRIOR TO ANY EXCAVATION ACTIVITY.
811 SHALL BE CALLED FOR EVERY EXCAVATION PROJECT AT LEAST THREE (3)
5 ALL GATES DESIGNED TO OPEN AS SHOWN IN PLAN,
BUSINESS DAYS PRIOR TO EXCAVATION WORK.
6, PIPE OR TENSION BAR INSTALLED TO FILL GAP BETWEEN THE GATE POST & GATE.
2, FOR UNDERGROUND UTILITY LOCATES INSIDE THE SUBSTATION FENCE, REQUEST
7. ALL PIPE MATERIAL IS SCH, 40,
LOCATES FROM (CHRIS COTTON - SUPERVISOR FIELD ORS) AT LEAST TEN (10) BUSINESS
B. CORNER POST SHALL BE 4" O.D„ GATE POST SHALL BE 6 e" Q.D., AND INTERMEDIATE
DAYS PRIOR TO EXCAVATION WORK.
LINE POSTS SHALL BE 27/a" O.D @ A MAX SPACING OF 6-0- O.C.
SEE REFERENCE DRAWINGS (NF-19038
9. 1B" WIDE GALVANIZED SHEET METAL (24-28 GAUGE) TO DETERANIMALS CLIMBING
FOR KNOWN UNDERGROUND UTILITIES.
OVER FENCE, ATTACHED TO TOP RAIL & FABRIC WITH GALVANIZED OR ALUMINUM WIRE.
4, REFER CONSTRUCTION SPECIFICATION (NS ILAND PHYSICAL
10. FOR DRAWING REFERENCE AND REVISION INFORMATION SEE CIVIL INDEX SHEET,
SUBSTATION CONSTRUCTION SPECIFICATIONS)) FOR ADDITIONAL LOCATE INFORMATION.
11, FENCE COORDINATES BASED ON 2021 LIDAR PLANAMETRICS NAD83 WASHINGTON
5, DRAWINGS SHALL NOT BE RELIED ON AS THE SOLE SOURCE OF INFORMATION
OUNTV DATUM U,S. SURVEY FEET.
"AO'
REGARDING UNDERGROUND UTILITIES.
12 MIN HIGH WOOD FENCE WITH 1--B" PREFINISHED SHEET METAL AT TOP.
TENERS SHALL BE CASING NAILS (GALV,)
14, POSTS SHALL HAVE MIN. FIBER STRESS OF 1600 PSI - FIR OR PINE,
PLANKS SHALL HAVE MIN, FIBER STRESS OF B50 PSI - FIR OR PINE-
I5, TIMBERS SHALL BE TREATED WITH AMMONIACAL COPPER QUATERNARY (ACO TYPE D
PRESERVATIVE) WITH A RETENTION OF 0.60 LBICU FT & SHALL CONFORM TO THE
REQUIREMENT OF AASHTO M 133 (AWPA P5) IN ACCORDANCE WITH MN DOT SPEC 3491,
16, ANY TREATED SURFACES WHICH ARE DAMAGED OR BROKEN BY FIELD SAWING OR
HANDLING SHALL BE BRUSHED WITH A SOLUTION OF COPPER NAPHTHENATE
FORMULATION OR EQUAL.
I SEE LET C(
r
NW CORNER
(DET E)�
16A•�0-
WIR
WR
NT
WR
G-0'
50'-0-
j
50'-0"
N=204860 26
E=510934.58
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`� Rl,ILQ.tiNCC L�H� �23YV ST¢ucZu¢ •�
I
E SOUTH COL. ROW
OF 23 KV STRUCT.
TYP. WOOD
FENCE LAYOUT
(DEf D)
N=204B29,72
E=510719,19
(SEE HO rF •7)
TOP OF SLOPE
TO.: OF
i
J
50'-0"
LEGENIb
xxzxxx
INDICATES XP N ON BILL OF MATERIAL
BASELINE
PROPERTY LINE
CHAIN LINK FENCE
T
INDICATES APPROXIMATE SIGN LOCATION
®
WORK POINT
WOOD FENCE
C05TXJ10 N T ° v y
1. REPLACE EXISTING FENCE AND GATES WITH 10' HIGH SECURITY FENCE AND 10' HIGH
WOOD FENCE AND GATES AS INDICATED. INSTALL NEW FENCE LOCATION TO MATCH
EXISTING LOCATION
2, VERIFYALL FENCE DIMENSIONS AND FENCE CORNER COORDINATES FORAS BUILT
DRAWINGS.
3. REPAIR, RESTORE EXISTING CULVERTS PER ORIGINAL DESIGN DURING FENCE
CONSTRUCTION FENCE POSTS TO BE PLACED ACCORDINGLY TO NOT INTERFERE WITH
CULVERT LOCATIONS
4. 5Y.63/.' POSTS USED FOR CORNERS AND MESH FENCE INTERCONNECTIONS 5%"x16%"
POSTS USED THROUGHOUT.
FENCE SIGN SCHEDULE
CITY.
RE=1
CITY.
XPN
DESCRIPTION
MOUNTING LOCATION
AD
911 ADDRESS SIGNS
MOUNTED BELOW SUBSTATION IDENTIFICATION SIGN
BURIED CABLE SIGN
MOUNTED ON EACH S1DE OF FENCE, BACK TO BACK AND
16
BC
®
(EX: CONTROL, FIBER,
APPROXIMATELY T-6" FROM GRADE TO TOP OF SIGNS.
HG VOLTAGE, PHONE)
SUBSTATION
MOUNTED S-0" FROM GRADE TO TOP OF SIGN AND LOCATED
1
ID
IDENTIFICATION SIGN
ADJACENT DRIVE GATES.
MOUNTED F-W FROM GRADE TO TOP OF SIGN, NO MORE THAN ST APART
27
-
NT
SCiNp71
NO TRESPASSING SIGN
AND NO MORE THAN 20' FROM ANY CORNER
SIGN SHALL BE PLACED ADJACENT TO THE WARNING SIGN
ONE SIGN SHOULD BE PLACED ON THE INSIDE & OUTSIDE OF EACH GATE.
MOUNTED 5'-0" FROM GRADE TO TOP OF SIGN, NO MORE THAN 50' APART
27
-
WR
WARNING SIGN
AND NO MORE THAN 20 FROM ANY CORNER
SIGN SHALL BE PLACED ADJACENTTO THE NO TRESPASSING SIGN.
ONE SIGN SHOULD BE PLACED ON THE INSIDE & OUTSIDE OF EACH GATE
wo
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ISPE SEALIS ONLY APPLICABLE70 THE CURRENT CONSTRUCTION REVISION
FOR DRAWING REFERENCE AND REVISION INFORMATION SEE CIVIL INDEX SHEET.
ISSUED BY ENGINEERING DEPT FOR: CONSTRUCTION
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OAK PARK SUBSTATION OPK
_ _
FENCE LAYOUT
PLAN VIEW
s...mr oe.an.er. s«.Prfslr�w
�uf KH�pr,
XcelEnergy°
NH-302913-1
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o
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RfiIAP. .mwHExsfPW LDc•.E9f. NLR LpNFNIAe DE �cNHw+c rrN� TN[sc (RreOHD eeYLY}
I CALICK, tKE E MAYBE UNDERGROUND UTIUTIESIOBSTRUCTIONS IN THIS AREA CCA:fM1UOi1DA 1'ChCK 1TriTUfOBE RACEUACCONOP•IJ.Y f0 ti01 INTl'I¢ERO ' 1 pWN YkR NYi= YX••L-
THEUNDERGROUNDUTIUTIESSHOWNONTHEPROVICEDELECTRICALREFERENCE wf�CIRYEUT LLYATCaID' . •� :$T.•ESpd. Ei NFL/-11!V>yN
DRAWINGS NOT BE ASSUMED COMPLETE OR ACCURATE CONSTRUCTION SHALL p~�@w Y 'f11!•f1' I.y�f
NESB
LOCATE ANDLLEARLYEARKTHELOCATION PRIOR TO ANY EXCAVATION ACTIVITY. Q`d S•-O_'_' .�_O•_, �T �
B1I SHALL BE CALLED FOR EVERY EXCAVATION PROJECT AT LEAST THREE(3) �: FI1MEOt [•- I•LS`
CONSTRUCTION NOTE:
BDSIUNDERGROUND U TO EXCAVATION WORK FOR FOUNDATION BEING REMOVED 111��� i g Ew.at�Nr., �,►weg'
Z FORUNOERGRDUND UTILITY LOCATES SUBSTATION PENCE.. SEE REMOVAL DRAWING Z:{•;AF+TT•'P �� 'S •1 z•= �40.DEN CATCH BASIHhy
LOCATES FROM(CHRIS COTTON- SUPERVISOR FIELD OF S) AT LEAST TEN(10) BUSINESS i7hlLFhl1C Fu1MC�a
DAYS PRIOR TO EXCAVATION WORK. Z--T�,o Se�.� •ro Sr•
A SEE REFERENCE DRAWINGS(NE-1-4v-4L•40. Y4�T �� A l4 R
Z r•]�.�.A:;ti. e. c.� ��'. � •uxr.h le.i•.s
REFE OVM UMUD10ROlNA1u11UICX - SELTLciJ B-� Lw+•,ci- __ ��._ — W TA-t'..90-16
e REFER TO CONSTRUCTION SPELIFILATION INSP-5T6CIVILAND PHYSICAL
5UBETATIDN CONSTRUCTION SPECIFICATIDNS) FOR ADDITIONAL LOCATE VfORARAp -3•Fo �'r->�.c ue Sr-•�Lc VE)ADVE TOP ',OIL FRbMA
DAYS
{ DRAWINGS SHALL NOT BE RELIED ON AS THE SOLE SOURCE OF INFORMATION
REGARDING UNDERGROUNp UTILITIES NN,." Wm .o&KI.�L-PIZQN
' :EC LO\7iRtiCTNYeIMIS' � WI:H ?. M1U. OF lo' ZObD � D LDVNG TRAgS Lr:.v:
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• I _- t 1 i - _ i �s�w 1e - fENEBAL NOTES
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J �~ FBOTIM6 OF 23KY SIXSIC11Li 1AISYX(D ELEVATION
w l•�r �P _ '� 196.67'.
,-�„ •-1� _ LT=•. G",�,_—•__ _. ,' j " •--"-•ly - T•f �' '` ,_j'�'- 2. A9EA TD BE FILLED SNLL BE CLEARED OF ALL
%.2AD� i4L S•=
�CC)SACR�TE CATC,K RASUy- �. I 1 TO,VEGFILL- AND ORGANIC MATTER 9EFORE PLACING
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G.:a\ +, •aB¢ S
F7R FI
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/ I LL MATIFD MALL BE FREE FRO OM RGANIC ER
MATT,
SPF CdIDTNLDIRV•yO1F• UH-3Li00 r)Ci•iTa1 +iCG 'awl. 446 ) G�J I COX TA INCLESS SLARGE AND TWN 10(BYWEIGHTS PA651N67NE
m%,% be 5"QAT3U+➢ VP O N X0. 2OD SIEVE.
13 Ud'TL'D.pSiWy WT}I ?+li U.D.wII v4 N• FILL SMALL BE PLACED IN Utl IFOAu LATEFB NOT
1 F EXCEEDING B• THICK LOOSE NEASIIP.ENEXT.
S.
LAYERS OF FILL SHALL BE SMOOTHED WITH A
RA rf) j GDER OR BULLDOZER AFTER THE LOOSE MATERIAL
rOR oR'. �IU 4L C.Tl3-:Of• C= PAS BEEN PLACED TO ASSURE UNIFORM THICKNESS
THIS AREA SEE DLL. LN-11lta 1 FOR CONPACTIOX-
WITH
6• COMPACTION S14LL BE OBTAINED NKA1 111, Kul OQT
�1 DR ROBBER fFIc iOMT Nus Of OF pk 111G ToUIgRli
} + MAKI XU A STIFF IL I:•Ift Xule£X OF rA56EO i0
LGNALT EACH LAEa To AT LfArr GSF OF MR MOB
KN31T1 AS D[fElMIXEO T iNE PP-ULSOB NETd07,
e I I f f 7- SIDE SLOPES SMALL BE MADE AS NOTED ON DRAN[NO-
�' 9u+.VtFTcc t_•Na EC Z,,N STCVCTu¢c. Il d & FOUNDATION DESIGU SWILL WHO
BASED ON ALLOWABLE
Z SOIL BEARING BUNK
IA L. M P.S.F.
•� - -- -- - ' - f 9. FINISHED GRADE AFTER SURFACING SMALL BE
O 4O RLs cc�v�z vo...z ��O ELEVATION 195.67. SURFACING TO 3E 4. OF
_____� 4er 4. -... L,.Nu F� ;tS 1Cv 7+WA.Yaa'PA �• T4. ' -� � CRUSHED ROCK-
F. SOUTN COL. ROW e f J
OF 23 KV5TRUCT. Z� -
Yar_ u1• S.erc. 1, ERAOING OUAMTF TIES
l � V ADPROCam__4.Uo0
klb&b LX.S
FILL FAI G
01 2ij) O + Lam• j MAD GRAVEL FILL FOR
_. 'Ay f+ �}� 1 - 55• DRIVEWAY NEEDED TSO C•Y-±
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FOR CONTOURS SEE
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Or SUb'.7k-i'a: -9r LOGA,L FOACC7
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- PERMITAHD DATA GTAIUX Tc•oAa�e..ti ,_bt H-Lq.1 N.
. - - -�- • " cct..a.• T- NFR-Iwl O'4'd
ITEM
DATE
REDUIRED
XIR OwwlrtllN►
APA%YAMNiANR
ON DALYf
SURVEY-TOP011
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.. SwF THIS PE SEAL IS ONLYAPPRCABLE TOTHE CURRENT CONSTRUCTION RENSION
[� _ FOR DRAWING REFERENCE AND REVISION INFORMI BIDF%EET. ADDN SEE CIVSH
.y r•..w� p...w ....err ISSUED BY ENGINEERING DEFT FOR CONSTRUCTION
w�ra• �.... Mrr
OAK PARK SUBSTATION
CONTOUR AND GRADING LAYOUT
PLAN VIEW
& XeeIErwMY NH-19481-1
OPK
B' FENCEAS
FLASHING
15/6' OD -
TOP RAIL
FABRIC TIES @
14' O.C. (HORIZ,)
TENSION BAND
14"O-C.
Iwa-0.—
27/8'O.q LINE
HOWL BF ILYN6 1
POST DRIVEN
114" x 318"
BTWIV TOP 11
INTO THE GROUND
TENSION BAR
RAIL B BASSMATERIAL)
A MIN. DEPTH OF 5-0"
END BAND —
4' D.D.
IV TRU6&—
CORNER POST
ROO
FABRIC TIES
@ 14" 0.C.
— err Of
4' AGGREGATE
FENCE fABijiC TO
AT BASE
SURFACING
1
START
MATERIAL. PLACE
CRUSHED ROCK
UP TO FENCE FABRIC
MATERIAL
CONCRETE FTG. ^,
ON BOTH SIDES ALONG
CROWNED AT TOP �``
FOR DRAINAGE DO
ENTIRE PERIMETER OF
FENCE TO
NOT MUSHROOM
PREVENT
PR EVENTNT THE
EANIMALRANCE
ANIMAL OF SMALL S,
_
6'-O'MAX
dff MIX
I S_
-
WNE POST EOVALLY SPACED
MIN
NOTES
1. FENCE DESIGNED PER XCEL ENERGY CIVIL STRUCTURAL DESIGN CRITERIA,
2 FENCE FABRIC TO BE 9 GAUGE, 1' GALVANIZED DIAMOND MESH CHAIN LINK STYLE.
3 FENCE FABRIC SHALL BE TWISTED BARBED SELVAGE AT THE TOP AND BOTTOM.
4. FENCE FLASHING TO BE 24 GA W/1" HEM TOP & BOTTOM MOUNTED OUTSIDE OF FENCE ON TOP-
5. ATTACH FLASHING TO TOP RAIL WITH 12 GAUGE STEEL TIES AND TO THE FABRIC WITH 9 GAUGE STEEL HOG RINGS,
6 PLACES PER 1O' SHEET, USE 2 TECH 5 SCREWS WITH WASHERS AT EACH POST,
6 ALL PIPE MATERIAL IS SCH-40-
7 ENGINEERING DESIGN CALCULATION REFERENCE FOR 10' CHAIN LINK FENCE NX-272391
DETAILA
CORNER POST WITH BRACING 00'-0" HIGH)
XEL MASTER DRAWING SA002 REV 1-00
SCALE NONE
0
w
w
ti
Z {P
0
X
DESIGNATED GATE OPENING
1 510'D.D:
41 — FABRIC TIES @ HORIZGATE .
14" O.C, (HORIZ,) BRACING
OPENING
GATE PASTS
171 o - - - -rF
SEE NOTE 5
114•
AGGREGATE
SURFACING
_
- IY SONTO r MAX'
I�
GATE STOP ROD iw4�
BASE
MATERIAL
,
OR KICKSTAND
••
'i
tI
BY SUPPLIER
CONCRETE FTG.
CONTRACTORTO
,j FOR DRAICROWNENAGE D
FOR DRAINAGE DO
DRILL (2) HOLES 3'
i{I NOT MUSHROOM
DEEP IN GATE APRON
FOR GATE STOP RODS
6 5/8' C.D. GATE
POST (TYR) 5118 x 67/B
GLULAM POST
I WffH -S' WEDGE CUT
2 X 6 BATTEN I _85,
i X 61 BATTEN
t6'
iN7
NOTES:
1. FENCE DESIGNED PER XCEL ENERGY CIVIL STRUCTURAL DESIGN CRITERIA
2. FENCE FABRIC TO BE 9 GAUGE, 1" GALVANIZED DIAMOND MESH CHAIN LINK STYLE.
I FENCE FABRIC SHALL BE TWISTED BARBED SELVAGE AT THE TOP AND BOTTOM
4, ALL GATE CONNECTIONS ARE WELDED.
S, PIPE OR TENSION BAR INSTALLED TO FILL GAP BETWEEM THE GATE POST & GATE,
6- FENCE FLASHING TO BE 24 GA W/ 1" HEM TOP & BOTTOM MOUNTED OUTSIDE OF FENCE ON TOP,
7- ATTACH FLASHING TO TOP RAIL WITH 12 GAUGE STEEL TIES AND TO THE FABRIC WITH 9 GAUGE STEEL HOG RINGS,
6 PLACES PER I O' SHEET. USE 2 TECH 5 SCREWS WITH WASHERS AT EACH POST.
B. ALL PIPE MATERIAL IS SCH. 40.
9. ENGINEERING DESIGN CALCULATION REFERENCE FOR 10' CHAIN LINK FENCE: NX-272391
10, FIELD TO DRILL STOP ROD HOLES AFTER GATE INSTALLATION.
DETAIL B
_DRIVE GATE 20'-0" Wl4' WALK GATE (I Q-E HIGH)
XEL MASTER DRAWING SA006 REV 1.00
SCALE: NONE
VIEW FROM UNSECURED SIDE
LANK
2" x 6" BATTEN RUBBER BELTING'..' HEX HD,
(16d NAILS STAGGERED AT SCREW @ 6- O.C.
EF
APPROX. 72" O.C.)
PREFINISHED SHEET METAL
NEW CORNER OR GATE POST
L 24 GAGE DARK BROWN COLOR
WIGALV- FASTENERS SEE DETAIL H
I
- 2 X 6 BATTEN
516 xB�" NEW CHAINLINK
Z6"T&G
GLUE LAM FENCE
WOOD WOOD POST
PLANKING f0
NOTES:
1. INSTALL WOOD POST AND CORNER/GATE POST INTO THE SAME FOUNDATION.
2X6T&GWOOD
PLANKING
DETAIL C
CONNECTION BETWEEN WOOD & CHAINLINK FENCE
SCALE: NONE
DIA
SECTION A -A
(TYPICAL)
SCALE: NONE
FINISHED GRADE
(ELEV. VARIES)
(2) 16d NAILS
PER PLANK
(TYR) SEE
NOTE 11
8'-➢ 8'-0
THIS
DWG
2 X 4 BATTEN
@12"O.C.)
(1)8d NAIL
A
WOOD PLANKING
STAGGERED
(16d NAILS
PER PLANK
SEE NOTE N1
2X6T&G
"2X6BATTEN
2 X 6 BATTEN
PLANKING
2X6T&G WOOD
CAP DETAIL G
PLANKING
(n'P)
2X6T&G WOOD
I" X 16'1
A �� SUBSTATION SIDE OF WALL
GLU LAM
WOOD POST
DETAIL D
(TYPICAL)
SCALE NONE
ALL 16d NAILS
UNLESS NOTED
OTHERWISE
51/8 x 6 718
GLULAM POST
WITH ADD'L
-5'WEDGCCEII 2X6 BATTEN
-9�
2 X 6 BATTEN
ALL 16tl NAILS
UNLESS NOTED
OTHERWISE
54' 1%
CLO.E.TOP
L
I
I
I
PREFINISHED SHEET
METAL 24 GAGE
DARK BROWN COLOR
L
OPEN BOTTOM
SECTION
156
A'L
r
V HEM
a
PREFINISHED SHEET
'.4-HEM
METAL, 24 GAGE
DARK BROWN COLOR
DETAIL H
(TYPICAL)
SCALE: NONE
BILL OF MATERIALS
NO.
REO'D
NO
REO'D
ITEM
DESCRIPTION
1053
00-001
2' x 6" x 16'-0 TONGUE AND GROOVE TREATED WOOD PLANKS, 0.6 RETENTION. Fbmin = 650 psi
6
00-002
5%" x 67e- x 16'-0 TREATED GLUE LAMINATED WOOD POST, 0.6 RETENTION Fbmin = 1,600 psi
90
00-003
5%' x 16%' x 16'-0TREATED GLUE LAMINATED WOOD POST, 0.6 RETENTION Fbmin = 1,600 psi
96
00-004
2" x 6' x 10'-0 TREATED WOOD BATTEN, 0.6 RETENTION
90
00-005
2" x 4" x 10-0 TREATED WOOD BATTEN. 0.6 RETENTION
96
00-007
24 GAGE METAL FLASHING, DARK BROWN, SEE DETAIL
730 FT
00-006
24 GAGE METAL FLASHING, DARK BROWN, SEE DETAIL H
4
OO-008
16d NAIL, GALVANIZED, 25 LB BOX
5
00-009
Bd NAIL, GALVANIZED, 5 LB BOX
84
00-010
'/.' x 11z LONG HEX HEAD SCREW, GALVANIZED
7 GAL,
00-011
COPPER NAPHTHENATE SOLUTION
40 FT
00-012
RUBBER BELTING
342 FT
CVM010
FENCE, SUBSTATION, CHAIN LINK, GALVANIZED STEEL, BLACK VINYL COATED
342 FT
CVM021
FENCE, OLES 24lA5GE GALV FLAT FLASNOiG, 181N WIDE, 1OFT LONG, 1" HEMS ON EACH EDGE AND (6) 311 E'
EDGE HALOIIG EAO1 EDGE, a ACK VINYL COATED
4
O
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0 3
LL
U
a
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OAK PARK SUBSTATION OPK
FENCE LAYOUT x
DETAILS
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